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    Pressure

    Vessels

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    A Pressure Vessel is acontainer for fluids underpressure between 15 psig

    to 3000 psig

    ASME Boilers and Pressurevessel Code Section VIIIDivision I sets rules for thedesign, fabrication, andinspection of pressurevessels

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    Main PV Components andConfigurations

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    Main PV Components andConfigurations

    The shell is the primary component thatcontains the pressure. Curved shape

    Vessel may be cylindrical, spherical, orconical

    The Vessel is always closed by heads

    The components are typically weldedtogether

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    Main PV Components andConfigurations

    Multiple diameters, thicknesses ormaterials are possible

    The Saddle supports used for horizontaldrums

    (1) Spreads load over shell;(2) One support is fixed, the other

    slides

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    Main PV Components andConfigurations

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    Main PV Components andConfigurations

    Most heads are curved shape forstrength, thinness, and economy

    Semi-elliptical shape is most common

    head shape

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    Main PV Components andConfigurations

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    Main PV Components andConfigurations

    Nozzles used for:

    > Piping systems

    > Instrument Connection

    > Manways

    > Attaching other equipments

    Ends are typically flanged, may be welded

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    Main PV Components andConfigurations

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    Main PV Components andConfigurations

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    Main PV Components andConfigurations

    Spherical storage vessels are typicallysupported on legs

    Cross- bracing is typically used toabsorb wind and earthquake loads

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    Main PV Components andConfigurations

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    Main PV Components andConfigurations

    Vessel size limits for lug support:

    > 1 to 10 ft diameter

    > 2:1 to 5:1 height to diameter ratio

    Lugs are bolted to horizontal structure

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    MATERIAL SELECTION

    Material Selection Factors:

    > Strength

    > Corrosion Resistance

    > Resistance to Hydrogen Attack

    > Fracture Toughness

    > Fabricability

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    MATERIAL SELECTION FACTORS

    Strength matls ability to withstandimposed loading

    Determines reqd component thickness

    Overall strength determined by:

    > Yield Strength> Ultimate Tensile Strength> Creep Strength

    > Rupture Strength

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    MATERIAL SELECTION FACTORS

    Corrosion Resistance Deterioration ofmetal by chemical action

    MOST IMPORTANT factor to consider

    Corrosion allowance supplies additional

    thickness

    Alloying elements provide additional

    resistance to corrosion

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    MATERIAL SELECTION FACTORS

    Resistance to Hydrogen Attack

    At 300 400 F, monoatomic hydrogen formsmolecular hydrogen in voids

    Pressure buildup can cause steel to crack

    Above 600 F, hydrogen attack causes irreparabledamage through component thickness

    Increased alloy content (i.e. Cr) increase H 2

    attack resistance

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    MATERIAL SELECTION FACTORS

    Brittle Fracture and Fracture Toughness

    Fracture toughness ability of matl towithstand condns that cause brittlefracture

    Brittle fracture

    > Typically at low temperature > Can occur below design pressure

    > No yielding before complete failure

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    MATERIAL SELECTION FACTORS

    Brittle Fracture and Fracture ToughnessConditions for Brittle Fracture to Occur:

    > High enough stress for crack initiation

    and growth> Low enough matl fracture toughness at

    temperature> Critical size defect to act as stress

    concentration

    Brittle Fracture occurs w/o warning and iscatastrophic

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    MATERIAL SELECTION FACTORS

    Brittle Fracture and Fracture Toughness

    Fracture Toughness Varies with:> Temperature> Type and Chemistry of steel> Manufacturing and Fabrication

    processes> Arc strikes, esp. if over repaired area> Stress raisers or scratches in cold formed

    thick plate

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    MATERIAL SELECTION FACTORS

    Brittle Fracture and Fracture ToughnessSimplified ASME Evaluation Approach

    Material specification classified into MaterialGroups A to D

    Impact test exemption curvesFor each material groupAcceptable MDMT vs. thickness where

    impact testing not required> If combination of Material Group and

    thickness not exempt, then must impact

    test at CET

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    MATERIAL SELECTION FACTORS

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    MATERIAL SELECTION FACTORS

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    MATERIAL SELECTION FACTORS

    Brittle Fracture and Fracture Toughness

    Additional ASME Code Impact Test Requirement s

    -Required for welded construction over 4 in. thick,or non-welded construction over 6in. thick,if MDMT < 120 F

    -Not Required for Flanges if temperature -20 F

    -MDMT reduction if calculated stress < allowable

    stress

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    MATERIAL SELECTION FACTORS

    Fabricability

    Ease of Construction

    Any required special fabrication practices

    Material must be weldable